A multi-tube co-frame lateral reinforcement structure

Abstract

This utility model discloses a multi-pipe shared-frame lateral reinforcement structure, which includes an inclined channel steel one installed on the surface of a horizontal channel steel; two vertical channel steels are fixedly installed on the surface of the horizontal channel steel, and the vertical channel steels are fixed to the ceiling by anchor bolts; a connector is installed on the surface of the inclined channel steel one, and the connector is fixed to the ceiling by anchor bolts. This utility model uses the horizontal and vertical channel steels to provide longitudinal support for the pipeline, the inclined channel steel one to distribute the force on the horizontal and vertical channel steels, and then uses connecting plates one and two to rigidly connect the reinforcing channel steel to the inclined channel steel one, ensuring a stable connection. Furthermore, the lateral support provided by the reinforcing channel steel to the inclined channel steel one allows the reinforcing channel steel to distribute the force on the inclined channel steel one, thereby improving the structural load-bearing capacity, deformation resistance, and pipeline stability.

Description

Technical Field

[0001] This utility model belongs to the field of building technology, and in particular relates to a multi-tube frame lateral reinforcement structure. Background Technology

[0002] In the fields of industrial and civil building electromechanical installation, petrochemicals, and energy transmission, multi-pipe co-support is the core method to achieve intensive pipeline layout. It supports multiple media pipelines (such as water supply and drainage, fire protection, HVAC, gas, and cables) through a unified support system, which can significantly save space, reduce construction costs, and facilitate later maintenance.

[0003] The core load-bearing components of a multi-pipe rack typically include vertical and horizontal channel steels. The horizontal channel steel, as the direct support for the pipes, must withstand the combined effects of multiple loads. Since the horizontal channel steel supports multiple pipes, we considered adding an inclined channel steel on top of it to increase its stability. Therefore, we designed a lateral reinforcement structure for multi-pipe racks. This structure reinforces the horizontal channel steel with an inclined support structure, thereby improving the structural load-bearing capacity, deformation resistance, and pipe stability. Utility Model Content

[0004] The purpose of this utility model is to provide a multi-pipe shared support lateral reinforcement structure, which can strengthen and support the transverse channel steel through the inclined support structure, thereby improving the structural load-bearing capacity, deformation resistance and pipeline stability, so as to solve the problems mentioned in the background art.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A multi-tube shared frame lateral reinforcement structure, which includes an inclined channel steel one installed on the surface of a transverse channel steel; two vertical channel steels are fixedly installed on the surface of the transverse channel steel, and the vertical channel steels are fixedly installed on the ceiling by anchor bolts; a connector is installed on the surface of the inclined channel steel one, and the connector is fixedly installed on the ceiling by anchor bolts; a connecting plate one is fixedly installed on the surface of the inclined channel steel one by bolts and nuts; a reinforcement channel steel is provided above the inclined channel steel one; a connecting plate two is fixedly installed on the surface of the reinforcement channel steel by bolts and nuts, and the connecting plate two is fixedly connected to the inclined channel steel one by bolts and nuts; an mounting plate is fixedly installed on the surface of the reinforcement channel steel by bolts and nuts, and the mounting plate is fixedly installed on the ceiling by anchor bolts; two strip grooves are opened on both the front and back of the reinforcement channel steel.

[0006] Preferably, two oblique channel steels are installed on the surface of the transverse channel steel, and the oblique channel steels are fixedly installed on the ceiling by anchor bolts.

[0007] Preferably, the surface of the reinforcing channel steel is fixedly fitted with reinforcing components by bolts and nuts.

[0008] Preferably, the top of the reinforcement is fixedly connected to an installation component by welding, and the installation component is fixedly installed on the ceiling by anchor bolts.

[0009] Preferably, the first connecting plate is a U-shaped connecting plate, and the second connecting plate is an L-shaped connecting plate.

[0010] The beneficial effects of this utility model are: 1. This utility model uses horizontal and vertical channel steels to provide longitudinal support for the pipeline, and diagonal channel steels to distribute the force on the horizontal and vertical channel steels. Then, connecting plates one and two rigidly connect the reinforcing channel steel and the diagonal channel steel one together, making the connection between the reinforcing channel steel and the diagonal channel steel one stable. Furthermore, the reinforcing channel steel provides lateral support to the diagonal channel steel one, enabling the reinforcing channel steel to distribute the force on the diagonal channel steel one. Thus, the purpose of reinforcing and supporting the horizontal channel steel through the inclined support structure is achieved, thereby improving the structural load-bearing capacity, deformation resistance, and pipeline stability. 2. This utility model uses the second inclined channel steel to install the second inclined channel steel on the horizontal channel steel, and fixes the second inclined channel steel on the ceiling with anchor bolts, so that the second inclined channel steel can further distribute the force on the horizontal channel steel. 3. This utility model uses the combination of reinforcement components and installation components to fix the reinforcement components on the reinforcing channel steel, and then fix the installation components on the ceiling with anchor bolts, so that the reinforcement components can play a reinforcing and supporting role for the reinforcing channel steel. Attached Figure Description

[0011] in: Figure 1 This is a front view schematic diagram of one embodiment of the present utility model; Figure 2 This is a top view schematic diagram of one embodiment of the present utility model; Figure 3 This is a partial perspective view of an embodiment of the inclined support structure of this utility model; Figure 4 This is a partial three-dimensional disassembled schematic diagram of an embodiment of the inclined support structure of this utility model.

[0012] The attached diagram lists the components represented by each number as follows: 1. Horizontal channel steel, 2. Vertical channel steel, 3. Anchor bolt, 4. Diagonal channel steel one, 5. Connector, 6. Connecting plate one, 7. Connecting plate two, 8. Reinforcing channel steel, 9. Mounting plate, 10. Strip channel, 11. Diagonal channel steel two, 12. Reinforcing component, 13. Mounting component. Detailed Implementation

[0013] In the following description, embodiments of the multi-tube co-frame lateral reinforcement structure of this utility model will be described with reference to the accompanying drawings.

[0014] Figure 1-4 This invention illustrates a multi-tube co-frame lateral reinforcement structure according to an embodiment of the present invention. It includes an inclined channel steel 4 installed on the surface of a transverse channel steel 1 at a 45-degree angle to the vertical. Two vertical channel steels 2 are fixedly installed on the surface of the transverse channel steel 1. Two inclined channel steels 11 are also installed on the surface of the transverse channel steel 1 at a 45-degree angle to the vertical. The inclined channel steels 11 are mounted on the transverse channel steel 1 and fixed to the ceiling by anchor bolts 3, further dispersing the force on the transverse channel steel 1. The vertical channel steels 2 are also fixed to the ceiling by anchor bolts 3. A connector 5 is installed on the surface of the inclined channel steel 4 and fixed to the ceiling by anchor bolts 3. A connecting plate 6, which is U-shaped, is fixed to the surface of the inclined channel steel 4 by bolts and nuts. The connecting plate, connecting plate 2 7 is an L-shaped connecting plate. A reinforcing channel steel 8 is set above the inclined channel steel 4. The reinforcing channel steel 8 is installed at a 45-degree angle to the vertical. The surface of the reinforcing channel steel 8 is fixed with a reinforcing member 12 by bolts and nuts. The reinforcing member 12 is fixedly installed on the reinforcing channel steel 8 by the cooperation of the reinforcing member 12 and the mounting member 13. The mounting member 13 is then fixedly installed on the ceiling by anchor bolts 3, so that the reinforcing member 12 can provide reinforcement and support for the reinforcing channel steel 8. The top of the reinforcing member 12 is fixedly connected to the mounting member 13 by welding. The mounting member 13 is fixedly installed on the ceiling by anchor bolts 3. The surface of the reinforcing channel steel 8 is fixed with connecting plate 2 7 by bolts and nuts. Connecting plate 2 7 is fixedly connected to the inclined channel steel 4 by bolts and nuts. The surface of the reinforcing channel steel 8 is fixed with mounting plate 9 by bolts and nuts. The mounting plate 9 is fixedly installed on the ceiling by anchor bolts 3. Two strip grooves 10 are opened on the front and back of the reinforcing channel steel 8.

[0015] Working Principle: In use, the user installs the vertical channel steel 2 and the inclined channel steel 4 onto the horizontal channel steel 1, and then fixes the vertical channel steel 2 and the inclined channel steel 4 onto the ceiling using anchor bolts 3. This allows the horizontal channel steel 1 and the vertical channel steel 2 to provide longitudinal support for the pipe, while the inclined channel steel 4 distributes the stress on the horizontal channel steel 1 and the vertical channel steel 2. Then, the connecting plate 6 is fixed onto the inclined channel steel 4 using bolts and nuts. Finally, one end of the reinforcing channel steel 8 contacts the inclined channel steel 4, and the reinforcing channel steel 8 and the connecting plate 6 are fixed together using bolts and nuts, thus connecting the reinforcing channel steel 8 and the inclined channel steel 4. Steel 1 and 4 are rigidly connected together. Then, connecting plate 2 and 7 are connected to the inclined channel steel 1 and 4 and the reinforcing channel steel 8 with bolts and nuts, making the connection between the reinforcing channel steel 8 and the inclined channel steel 1 and 4 more stable. Then, the reinforcement component 12 is fixedly installed on the reinforcing channel steel 8. Then, the mounting plate 9 and the mounting component 13 are fixedly installed on the ceiling with anchor bolts 3, so that the reinforcing channel steel 8 can distribute the force of the inclined channel steel 1 and 4. Finally, the inclined channel steel 2 and 11 are installed on the transverse channel steel 1 and fixedly installed on the ceiling. This achieves the purpose of reinforcing and supporting the transverse channel steel through the inclined support structure, thereby improving the structural bearing capacity, deformation resistance and pipeline stability.

[0016] In summary, this multi-pipe shared-frame lateral reinforcement structure provides longitudinal support for the pipeline through the transverse channel steel 1 and the vertical channel steel 2, and disperses the force on the transverse channel steel 1 and the vertical channel steel 2 through the inclined channel steel 4. Then, the reinforcing channel steel 8 and the inclined channel steel 4 are rigidly connected together through the connecting plate 6 and the connecting plate 7, ensuring a stable connection between the reinforcing channel steel 8 and the inclined channel steel 4. Furthermore, the lateral support provided by the reinforcing channel steel 8 to the inclined channel steel 4 allows the reinforcing channel steel 8 to disperse the force on the inclined channel steel 4. Thus, the transverse channel steel is reinforced and supported through the inclined support structure, thereby improving the structural load-bearing capacity, deformation resistance, and pipeline stability.

Claims

1. A multi-tube co-frame lateral reinforcement structure, characterized in that, The oblique channel steel (4) is installed on the surface of the horizontal channel steel (1): two vertical channel steels (2) are fixedly installed on the surface of the horizontal channel steel (1), the vertical channel steels (2) are fixedly installed on the ceiling by anchor bolts (3), the oblique channel steel (4) is installed with a connector (5), the connector (5) is fixedly installed on the ceiling by anchor bolts (3), the oblique channel steel (4) is fixedly installed with a connecting plate (6) by bolts and nuts, a reinforcing channel steel (8) is provided above the oblique channel steel (4), the surface of the reinforcing channel steel (8) is fixedly installed with a connecting plate (7) by bolts and nuts, the connecting plate (7) is fixedly connected to the oblique channel steel (4) by bolts and nuts, the surface of the reinforcing channel steel (8) is fixedly installed with an mounting plate (9) by bolts and nuts, the mounting plate (9) is fixedly installed on the ceiling by anchor bolts (3), and two strip grooves (10) are opened on the front and back of the reinforcing channel steel (8).

2. The multi-tube co-frame lateral reinforcement structure according to claim 1, characterized in that, Two oblique channel steels (11) are installed on the surface of the transverse channel steel (1), and the oblique channel steels (11) are fixedly installed on the ceiling by anchor bolts (3).

3. The multi-tube co-frame lateral reinforcement structure according to claim 2, characterized in that, The surface of the reinforcing channel steel (8) is fixed with a reinforcing member (12) by bolts and nuts.

4. The multi-tube co-frame lateral reinforcement structure according to claim 3, characterized in that, The top of the reinforcement member (12) is fixedly connected to the mounting member (13) by welding, and the mounting member (13) is fixedly installed on the ceiling by anchor bolts (3).

5. The multi-tube co-frame lateral reinforcement structure according to claim 4, characterized in that, The first connecting plate (6) is a U-shaped connecting plate, and the second connecting plate (7) is an L-shaped connecting plate.

Images